Note : Les descriptions sont présentées dans la langue officielle dans laquelle elles ont été soumises.
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p~LA~TIC MQDI)L~ RIG~ Ls~ L~
This invention relates to stair ~odule support 8y8tem
and more particularly to means for controlling the flexing
o~ yield in the treads of the ~teps of plastic stalr ~odules
such as those that are used in the construction o~ swimming
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BAG~9EQUN~ O~ TH~ IMy~N~IQ~
The present invention provides an i~prove~ent in stair
module support and construction of the kind described and
claimed in an earller filed patent application and now U. S.
Patent No. 4~58gJ237. As disclosed in that patent
installation of support systems ~or nodular unit stairs that
are prefabricated and carried to the site for installation
may be substantially facilitated ~ith considerable economy
rsalized uhile affording a ~ore stable and reliable support
m~ans relative to the prior art.
One drawback in plastic stair modulas, particularly
those having a substantial width, i.e.. where the stair
tread is about three feet or wider, is the soft feel or
yield ~hen a person s weight is place Gn the step. It is
desirable that this drawback be substantially eliminated
while still :retaining the ~lexibilitY in the stair ~odule
which must
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withstand the stre~s o~ Pl~xure and ~xpansion ~nd
contraction.
In the invention o~ U. S. Patent No. 4,5~9,237, the
earlier diPficulties of installin~ and leveling a stair
module support syste~ are overco~o by a novel syste~ which
employ~ support posts in conjunction with under-tha-stair
plates or pads at the top of the post and shoe footin~s,
which may include a PadJ at the lower end of the post. The
system of that patent provides a reliable and novel
structure to ~acilitate installation and leveling of a stair
support. That invention, as well as the present invention,
has particular applicability to stair modules or shells that
are for~ed in one piece from a suitable plastic co~po~ition
and primarily those that comprise a plurality of step3 and
wherein the the module is supported by means at the
underside of the step treads of the stair module.
While the support syste~ of U.S. Patent No. 4,589,237
affords a unique in syste~ for supporting a plastic ~odular
stair unit, the support syste~ of that patent does not
directly address the flexing in stair treads and, therefore,
does not teach a means to eliminate the flexing or so~t feel
which the user of stairs of this kind experiences when
stepping on the stairs. by a user of stairs of this kind.
In other words, ~hile some plastic compositions from which
modular stair shells are molded possess the desired
properties in most respects, such as desired resiliency,
attractive appearance and finish, resistance to extre~
weather conditions and sunlight, and the like, the yield or
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lack of a solid feel due to flexing when a weight is placed
on the step results in an insec:ure or spongy sensation to
one using the stairs and is objectionable for this reason.
Accordingly a need exists for an improved support
system which provides the desired rigidity or solid feel to
the structural unit while still permitting the use of
plastics compositions that have the desired flexure
properties (to accommodate easy installat.ion), durability,
appearance, economy and the like.
According to one aspect of the present invention there
is provided a method of imparting controlled rigidity to
the step treads of a post supported prefabricated modular
plastic stair shell which comprises providing the underside
of the step tread with a serrated surface, integrating by
bonding (securing) a longitudinal stiffening member having
a different coefficient of expansion and of a length
substantially co-extensive with the side-to-side width of
the step tread at the underside of the step tread so that
the stiffening member along the length thereof is
immobilized relative to the step tread and supporting the
plastic stair shell at the underside of the stiffening
member.
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According to another aspect of the present invention,
a prefabricated structural module whose flexure is
stabilized so as to have a controlled rigidity comprising
in combination a first element of plastic composition and a
second element permanently boncled to and having a different
coefficisnt of expansion from t:he first element, the first
element presenting a surface to which the surface of the
second element is bonded comprised of a plurality of apices
and valleys and wherein the bonding between the surfaces of
the first and second elements is intermittent and is
substantially only on the apices of the first element.
A preferred embodiment of the invention will now be
described with reference to the accompanying drawings.
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BRIEF DESCRIPTION OF THE DRAWINGS
Fig. 1 is a perspective view of a typical molded
plastic modular stairwell installation shown in
relationship to contiguous fragments of a swimming pool
wall and deck.
Fig 2 is a view of the stair support system
illustrating a pair of supporting vertical posts
connected to the underside of the top step of a stair
module and indicating by line broken below the stair
tread the flexing or yield that occurs in the prior art
when weight is placed on the steps.
Fig. 3 is a perspective view showing stiffening
members secured at the underside oP the steps of the
stair module in accordance with the invention to impart
controlled rigidity and to aliminate the stair tread
flexibility of the kind illustrated by broken line in
Fig. 2.
Fig. 4 is an elevational view taken along line 4-4
of Fig. 1 showing the stiffening member adhered to the
understair serrated surface and showing also the support
arrangement in greater detail.
~ ig. 5 is an elevational view illustrating
stiffening members under each step and vertical support
posts under two steps of the stair module.
Fig. 6 is a view taken generally along line 6-6 of
Fig. 4 and again illustrating the serrated, or apices
and valleys, undersurface of the step tread to which the
stiffening member is secured 4.
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DETAILED DESCRIPTION
Referring more particularly to the figures of the
drawing, a stairwell installation generally indicated as
10 is shown in Fig. 1 with a modular plastic stair shell
5or module 12 in position within a fragment of a pool 14.
The modular stair shell 12 is shown in place with its
lower portion in an opening in the vertical pool wall W
and its upper portion ending at a level with the
horizontal deck D, but is ma:inly supported beneath by
10support posts under the tread stiffeners better shown
and described with reference to Fig. 3 and Fig. 4. In
the stair module supporting arrangement of the kind
shown in U.S. Patent No. 4, 589,237, and referenced to
generally in Fig~ 2, plates or pads 20 are bonded to, or
15otherwise formed, such as by molded on the underside 22
of the step 24. The pads 20 have suitable extensions 21
which are provided with suitable securing means such as
openings that align with similar openings (not shown) in
the upper end of the vertical posts 16 and 18 to receive
20a fastening means such as a bolt or pin 28 to secure the
posts to the pads 20. The pads 20 and the opening 28
therein are arranged so that distribution of the load is
applied evenly over the area of the pad 20 through the
pad extensions 21 rather than primarily through the
25contact of the top of the posts 16 and 18 on th~ pad 20.
The lower end of the posts 16 and 18 preferably rest
upon shoes 32 on the ground G. The shoes 32 may be
formed of metal or suitable plastic composition, and may
be
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U-shap~d in cross seotion ha~ing ver~ical exten~ions or
upri~ht~ 33 provided with 3uitable securin~ ~ean8 such as
oponin~s 34 to receive a securing and/or anchoring ele~ent,
e.g., a rerod 36, to better slecure the posts 16 and 1~.
Th~ louer ends of the posts 16 and 18 ~ay also optionally
have holss to receive another rerod 42 horizontally disposed
and in spaced relation and, preferably, perpendicular to the
rerod 36. the support shoes 32 and rerod 36 (and 42) are
normally buried in concrete for greater strength.
In the use of a modular plastic stair shell of this
kind having a support syste~ as disclosed in U. S. Patent
No. ~4,589,237, as well as with other kno~n support
arrangements for plastic stair modules, efforts to produce a
solid, i.e., substantially non Yielding yet suffiently
resilient construction have been less than satisfactory.
an important drawback has been the give or yield uhich
occurs in those plastic cDmpositions uhich have otherwise
been most desirable for this use.
In general, plastic compositions used for in-pool
stairs are selected from one of t~o kinds of plastic
composition: (1) acrylic resinous composition backed uith a
reinforce~ent such as heavy fiberglass, or (2) a more
flexible composition such as that known as ABS
(acrylonitrile-butadiene-styrene) copolYmeric composition
and from which a stair module is thermo~ormed from a thick
single sheet of this plastic material. Because acrylic
compositions have enjoyed a longer use in the market place.
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so~e users have elocted to re~ain with the acrylic in spite
o~ tho m~ny adv~ntages of the ABS ovcr the acrylic. This is
believed to be due to the ~ore rigid charactsr of the
acrylic stair treads. However, the lack oP suf~icient
flexibilitY frequently prcsents problems in the installation
of module~ for~ed froo acrylic composition. Additionally,
the ~ore ri~id co~positions tend to crack more readilY ~ro~
forces such as earth ~ove~ent, frost upheavals,rain
accumulation pressures, and the like, ~hich may occur during
construction as well as after instsllation is oo~plete.
I have discovered, inaccordance ~ith the invention,
that stair modules of plastic compositions which have
sufficient strength and otherwise have the more desirable
properties, but which heretofore has been considered as too
"yielding" or flexible, may be provided with the desired
controlled rigidity in particular at the points in the
structure where such rigidity is desired. In other words,
pool stairs, or other modular structures, may be provided
with appropriate rigidity without sacrificing the desired
advantages of flexibility in other parts of the structure
which help withstand the rigors of expansion and contraction
of earth movement, hydrostatic pressures, ice expansion,
temperature changes, and the like. The present invention
successfully overcomes the disadvantages of the so called
"aOft" or "spongy" feel heretofore associated with the ~ore
flexible plastic compositions by pro~iding the desir~d
selective rigidity at the appropriate points in the modular
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structure while permitting the retention of flexure at
other places in the structure. The latter can be
important in facilitating the installation and
maintenance of the structural module.
In accordance with the invention, substantially
rigid structional elements, such as steel channel
members of suitable gauge, cross section and rigidity
are used to impart a controlled rigidity to the module.
When a metal stiffener such as steel us used, it is
first made impervious to moisture, rust and corrosion by
encapsulation in a powdered plastic. The powdered
coating is then fused to the metal stiffener. The thus
prepared metal stiffener is then permanently bonded at
the selected location at the undersurface of a
structural plastic component such as a stair tread.
This system, of stabilizing a plastic structural unit in
accordance with the method herein detailed, supplies the
desired combination of controlled rigidity and flexure
retention and prnvides an improved standard of quality
and durability. A rigidized plastic stair module
prepared in the manner of the invention is of
particularly advantageous utility in the manufacture of
swimming pool stair modules.
A preferred compositional structure for the modular
shell comprises a laminated or co-extruded sheet having
a substrate layer and a cap or surface layer. While
various plastics may be employed, a preferred
composition is a terpolymer of acrylonitrile-butadiene-
styrene (ABS). The
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cap or surface layer may comprise the same or a
different chemical composition which is compatible with
the substrate layer. Preferably the cap or surface
layer, particularly when it is exposed, comprises a
material which is resistant to weathering, ultra violet
ray exposure, scuffing, and thP like. As such, for
example, a cap layer of a weather resistant terpolymeric
resinous composition of acrylonitrile,
ethylenepropylenediene monomer rubber and styrene,
available as ~OVEL from Dow Chemical Company, affords a
suitable composition.
The modular shell contemplated for use as stairs for
a swimming pool, and manufactured in accordance with the
invention, comprises stairs prefabricated with the
under-tread stiffener bonded to the stair tread
underside; the thus formed unit is carried to the
construction site for ready installation between wall
panel section of the swimming pool. The stair module
may be formed from a variety of plastic compositions
that have a sufficient "yield" to permit the module to
be flexed to make a close fitting attachment in an
opening provided for the module between the swimming
pool wall sections. Suitable stair module forming
plastic compositions may include, for example, various
commercially available plastic composition known to be
useful for molding or forming of structural parts.
Compositions of this kind may include, for example,
acrylic polymers, e.g., acrylonitrile-butadiene-styrene
polymers, polycarbonates, polyesters, various
polyolefinic
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polymeric compositions, copolymers and blends thereof
and the like.
In accordance with the invention, as seen by
reference to Fig. 3, of the drawing, a longitudinal
stiffening member 61 of a length substantially
coextensive with the lateral (side-to-side) length of
the step 24A is secured to the underside of the stair
tread in a manner that will be detailed more
particularly hereinafter. A similar stiffening member
62 may also be secured to the underside of other stair
treads of the modul~ to the extent needed to provide the
desired strength and rigidity. For example, in a three-
step module the stiffening members 61 and 62 may suffice
inasmuch as complementary rigidity to the bottom tread
63 may be supplied by the riser, below the bottom tread
although, it will be apparent that all stair tread
undersides including the bottom step may be provided
with a stiffener.
In Fig. 3, reference numerals followed with the
letter "A" function essentially in the same manner that
components with like numerals function in the stair
support arrangement of U.S. Patent No. 4,589,237, the
description of which is incorporated herein by
reference. The post support system of U.S. Patent No
4,589,~37 excepting allowance for the understair
controlled rigidizing arrangement which is the subject
of the present invention, is essentially applicable as
the support system utilized for supporting the rigidized
plastic modular shell of the present invention.
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RePerance is now made to Fi~. 4 of the drawin~ in
describin~ the invention in greater detail. As seen in Pi8.
4, the stair tread 24 is for~ed so as to have an embossed or
serrated sur~ace on the underside of 66 of the stair tread
as well as on the upper surface. ~hile an upper embossed
surface is ~ay be employed to enhance ~riction, i.e., to
minimize ~oot slippage by a user, particularly when the
tread surface is wet, I have found that an embossed or
serrated surface at the underside o~ the tread pro~ides the
means to obtain a uniquely durable bond with the stiffening
member that is secured at the underside of the stair tr~ad.
Referring to Fig. 4, the underside 66 of the stair tread 24
is for~ed so that the embossed surface provides a plurality
of "peaks" i.e. apices 67 and '`valleys" 68, the former
of which provide inter~ittent bonding points for the
relatively flat upper sur~ace of the stiffening member 61.
To effect a reliable bond between the stiffening me~ber ~1
and the tread underside 6~, it is preferred that a plastic-
to-plastic bond be provided.
Although a wood or even plastic stiffening member of
suitable cross section and/or relatively thick structure
and minimal bending may be used as the stiffening me~ber 61,
it is preferred that the stiffening member be for~ed of
structural steel and, preferably structural steel having a
suitable cross seceion~ such a "U", "I'' or ''L" cross
section that is suitably joinable with the top of a support
post
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AnY of various ~aan5 may bc usetl to 80cur~ the
~tiff~ning ~e~bcr to the underside o~' the stair tread. A
~uitabl~ adhesive co~POSition which ~ay be used to bond an
epoxy resin encapsulatcd ~etal stif~ening ~enber to the
serrated stair tread undersurface cooprises an acrylic
cO~position o~ ~ethyl~ethacrylate, dicyclopentyloxyethyl-
methylmethacrYlate and ~ethacrylic acid, available as
~AGNACRYL 640 and which is used in combination with a
benzoyl peroxide-dibutylphthalate accelerator kno~n,as
VERSILOC~; the co~bination being available fro~ Beacon
Chemical Conpany of Mt. Vernon, New York. It will be
apparent that various other com~srcially available adhesive~
may also be used.
To pro~ide the necessary bonding preconditioning of the
stiffening ~e~ber 61,in particular ~hen a ~etal (steel)
~e~ber is used, the metal stiffener is prepared for
encapsulation in.a plastic coating by an acid etch and then
coated with a suitable resinous powder co~position, such as
an epoxy resin, ~hich is then heat fused on the structural
steel me~ber 61. The stiffener 61, thus ''encased" in a
plastic layer, is protected against rust or corrosion and
presents the necessary resin-to-resin surface to bond the
stiffener 61 to the underside of the stair tread 24.
In addition to the desirability of e~ploYing a
resin-to-resin bonding surface, I have round that the
physical bonding site where the stiffener is adhered to the
underside of the stair tread is i~portant; inter~ittent
points of bondin~ æresented by the peaks, i.e., apice~ of
th~ e~bosqed or quil~ed surfac~ eff~ct a nore durable bond
betwoen the underside of the stair tread and the stiffening
me~ber 61 than does a relative ~lat or s~ooth surface. This
is believed to be due to the fact that, on expansion and
contraction influenced by ambient conditions, the bonding
between a s~ooth or flat, i.e., non textured, bondin~
surface, more readily delaminates over a relativelY largsr
area at the bonding line. With the inter~ittent
bonding at the "peak" points only, a presented by the
bonding system of the present invention, howeverJ the
necessary stress conditions generated by a~bient chan~es can
be substantiallY better tolerated, i.e., the separation in
the bonding points is restricted and any point separation
thst takes place does not substantially adversely affecting
the integrity of the bond between the stair tread 66 and the
stiffening member 61. Thus, even assu~ing that so~e
separation at the intermittent bonding points may occur
under stress conditions, such separation that does occur is
~ini~al and does not adversely influence the effectiveness
of the bond betueen the stiffening member 61 and the peak
points 67 of the stair tread underside; the bond between the
t~o ~embers is maintained substantially intact.
Any of a variety of known ~eans and resin compositions
for precoating or encapsulating the stiffening ~ember 61 to
enhance the bonding of the stif~ening ~e~ber to the stair
tread underside 66 may be utilized. As such, ror exa~ple,
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epoxy or polyester compositions such as those available
from the Morton Powder coating unit of Morton-Thiokol of
Warsaw, Indiana or from the Ferro Corporation of
Cleveland, Ohio or from Anchor Seal Epoxy Products
Company of Danvers, Mass. may be used as powder
encapsulating compositions. The techniques for resin
coating or encapsulating the stiffening member include:
fluidized bed, electrostatic spray, blow coating,
electrostatic fluidized bedl flame spraying, powder
flood coating, and the like. Various compositions,
which are selected so as to be compatible in the
subsequent bonding of the coated stiffening member or
other element to be bonded, may include, for example,
such resinous compositions as epoxies, acrylics, e.g.,
acrylonitrile, methylmethacrylate, etc., vinyls,
polyesters, polycarbonates, nylon, a polystyrene,
butadiene copolymers, and the like, as well as various
copolymers or blends of the foregoing.
Another technique which may be in the encapsulation
of a metal structural element is the powder coating
electrostatic encapsulating method available from Fox
Pool Corporation of York, Pennsylvania, where vinyl or
epoxy powders are electrostatically applied and fused on
an etched steel structural member.
It is thus seen that the invention provides a novel
system for enhancing the use of a plastic structural
module and includes means for the bonding of two
different elements which, when subjected to stressful
conditions such as inordinate heat, cold, i.e., thermal
expansion and
contraction, ooisture, corrosion (e g- fro~ swinnin~ pool
chenicals). flexing and the like, esxentially retain the
inte~rity of the bond for indefinitely lon~ periods of ti~e.
In particular, the invention provide5 8 neans for bonding a
~etal part which has a different coefficient of expansion
and uhich as been encapsulated in plastic and can he bondcd,
i.e., adhered to a different plastic surface ~ithout
requiring other ~eans such as drilling o~ holes, cla~ps,
etc. which expose surfaces to rust or other deterioration.
By using a textured, i.e., non-continuous bonding surface as
illustrated (by reference to Fig. 4), co~prising a surfaco
of peaks or apices and valleys 67 and 68, respectfully, and
wherein the bonding to the otner ~e~ber occurs only
essentially at the peaks, i.e., at ~he apex points, 67, the
bond uhich results has been found to be remarkably resistant
to dela~ination relative to joined surfaces in which the
bond is essentially continuous.
In demonstrating the effectiveness of the bonding
technique of the invention, the experi~ental work described
below was conducted.
In the uork leading up to the practical incorporation
of a rigidizing ~etal stiffener in the stair ~odule, an
atte~pt was initially ~ade to bond galvanized steel channels
to the pla~tic surface. lt was found that the parts would
not effectively bond. Thereafter. the galvanized steel
channel was epoxy pouder coated, i.e., encapsulated in a
expoxy resinous co~position. The adhesion of the epoxy
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coated metal channel to the plastic non-skid (discontinuous)
surfac~ ~a~ found to produce an excallent bond. The sa~plos
thu~ produced werc subjected to a peel test which
demonstrated that when any delamination of the bond occured
under stress such as by locali~ed loading, e.g., an adult
person ju~ping on and off the stair tread, the del~ination
was essentially local or contained and did not substantially
adverselY i~pact on the inte~rity of the bond.
- In a typical installation of the srticle provi,ded in
accordance with the invention, when the article comprises a
swi~ing pool stair ~odule, the nodular stair unit with
stiffener 61 bonded to the underside of the stair tread,
is brought on.site with the vertical support posts. The
support posts ~ay be stored nested r~ithin (or contiguous to)
the stiffening ~e~ber for convenien t shipping in the
shipping pack. The support posts, ~hen they are installed,
are disposed vertically, perpendicular to the stiffening
me~ber, and secured to the underside of the stiffener. ~hen
the support posts (16) syste~ is to be installed in the
ground, a suitable excavation is nade in the gound to a
suitable depth to acco~odate the shoes and rero~s at the
lower end of the posts. Preferable, the excavation in the
ground to acco~odate the support posts ia ~easured and dug
to a level slightly less than the supporting point in the
ground excavation. The stair ~odule containing the post
supporting asse~bly attached to its underside is then placed
in position and the _round scraped as necessary to bring the
stair ~odule to a lcvel condition. When installed
cont$~uous to an oponin~ for~ed in a pool ~all, the stair
modulc i8 aligned with the openin~ and the ground beneath
the posts is excavated until the desired ali~n~ent of the
sides of the stair module with the pool wall is achieved.
The shoes are then staked so as to hold the support' system
for the stair module in place and a concrete footin~ is
poured around the base of the vertical support posts and
over the staked shoes and reinforcing rods. The ver,tical
pool wall W and its upper portion end at a levcl with the
horizontal deck. The module is secured and sealed st its
periphery on the pool wall W and deck D as illustrated in
Fig. 1, but is ~ainly supported beneath by support posts
which are attached on the stiffeners and depend
substantially perpendicular therefrom as better shown and
described ~Jith reference to Fig. 3 and Fig. 5.
Although the invention has been described and
illustrated in its pre~erred e~bodiment. it will be
understood that the invention is not be be li~ited to the
precise details illustrated and described since various
~odifications ~hich fall within the scope of the invention
as clai~ed hereafter will be apparent to one skilled in the
art.
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